static settlement 中文意思是什麼

static settlement 解釋
靜置沉澱
  • static : adj 1 靜止的，靜態的，靜力的。2 【物理學】天電的，靜電的。3 【無線電】靜態特性。4 固定的，不活潑...
  • settlement : n 1 解決。2 決定。3 鎮定；安定。4 固定；定著。5 澄清；沉澱；沉澱物；沉積物；【地質學；地理學】沉...
  1. Accident case of under water board cast - in - situ pile as well as the analysis of static pressure settlement method

    水下鉆孔灌注樁事故實例及靜壓法處理方法分析
  2. An analytical solution of settlement - time relation on single pile under static load

    靜荷載下單樁沉降與時間關系的解析解
  3. By comparing the results obtained from the above solutions with these obtained from available theories for pile settlement and from field static load test of pile, the reasonability and practical value of the developed theoretical solutions were declared and verified

    通過與現有單樁沉降計算理論的對比和對實際單樁靜力載荷試驗結果的分析與比較，論證了本文理論解的合理性及應用價值。
  4. The paper is concentrate on bearing behavior and working mechanism of composite foundation with rigid piles by experimental research > theoretical analysis and related discussion according to data of static loading test and settlement observation for composite foundation with rigid piles in practice engineering

    本文通過實驗研究、理論分析及相關討論，根據實際工程中剛性樁復合地基靜力載荷試驗及沉降觀測數據，對剛性樁復合地基的性狀和工作原理進行了研究。
  5. Based on the static pile testing, the analysis of load transfer and settlement and a new means to reach the bearing capacity of piles are reported in this paper

    在現場的樁基垂直靜載荷試驗基礎上，進行荷載傳遞機理分析和沉降變形的階段性劃分，探討了確定單樁豎向承載力的新方法，為工程合理、充分地利用承載力提供參考。
  6. Based on the theoretical solutions developed herein, not only q - s curve but also s - log ( t ) curve obtained from field static load test of pile can be simulated. this overcomes the shortcoming involved with available relevant theory for pile settlement that no time effect can be taken into consideration, and thus makes the theory for pile settlement more perfect

    利用本文的理論解不但可以較好地模擬單樁在工作荷載下的q - s曲線，而且可以模擬單樁靜載荷試驗的s - logt曲線，從而克服了以往相關理論難以考慮單樁沉降的時間效應的不足，豐富和完善了單樁沉降計算理論。
  7. Secondly, in combination with basic physical experimentation of the henan item “ study on embankment settlement mechanism and development rule for highway in the silt soil region ”, the mechanics speciality of silty soil is completely cognized and realized, through the laboratory experimentation of three kind of classical silty soil in puyang city. the experimentation include laboratory physical mechanism test, static compaction test, direct shear test, permeability test. and also analysis the influence of water content on soil ’ s shear strength, permeability and other mechanism character

    其次，結合河南項目「粉砂土地區高速公路路基沉降機理及其發展規律研究」課題的基本物理試驗部分，通過對濮陽市三種典型的粉質土的室內物性力學性質試驗、標準擊實試驗、直接剪切試驗、滲透試驗等一系列試驗研究，對粉質土的各力學特性進行全面系統的認識和了解，分析了含水量對粉質土的抗剪強度、滲透性等力學性質的影響。
  8. In general, some practical and useful fitting equations are deduced after researches on static and dynamic tests of composite cemented clays and corresponding regression analysis, which can be referred at the shortage of test data. the dynamic interaction between composite cement pile foundations and structures as well as the seismic settlement of superstructures are analyzed with the conversed seismic acceleration pr

    將地震曲線進行反演施加於基巖表面，通過對水泥攪拌樁復合地基和上部建築結構動力相互作用以及建築結構的震后變形的分析研究，得到了一些對抗震設計有意義的結論，為今後累似工程合理地進行地基處理和結構抗震設計提供了良好的參考作用。
  9. Adopting the deformation harmony theory, the numeric calculation of the curve of load versus settlement is made. the fitting results between the calculated curve of load - settlement and the measured one of piles with different construction process are illustrated. hence, under the condition of few or no static load test data, the performance of bearing capacity of single bored pile in loess may be predicted utilizing indexes of shear wave velocity, static cone penetration test and modification coefficient of depth, so it is remarkable to reduce the blindness of preliminary design of pile

    通過室內試驗及原位測試指標進行理論計算與現場實測值的對比，筆者引入了施工工藝修正系數k _ （ c1 ）和k _ （ c2 ）及深度修正系數，使理論計算值與現場實測值具有良好的一致性，進而通過變形協調理論對荷載?沉降曲線進行數值計算，並用不同施工工藝的實例說明了理論計算荷載?沉降曲線與實測荷載?沉降曲線的擬合效果，從而達到可在不做靜載荷試驗或少做靜載荷試驗的情況下通過剪切波速和靜力觸探試驗指標以及施工工藝修正系數等預測黃土地基中鉆孔灌注樁承載性狀，這對于工程初步設計中減少設計的盲目性具有十分重要的現實意義。
  10. The reliability is validated further on. 3. the static loading test is modeled by plaxis, based on this, the basic bearing mechanism is analysed which comprise the rule of the load - settlement curves, inner and outer friction resistance, end bearing, stress distribution along pile depth and the dissipation of excess pore pressures

    應用plaxis程序模擬單樁靜載荷試驗的過程，並根據計算結果較為詳細的分析了pcc單樁的基本承載特性，主要包括荷載?沉降曲線的特徵、樁壁內外側摩阻力的分佈、樁端阻力的分佈、樁的軸向荷載傳遞以及孔壓消散規律等。
  11. This thesis focuses on msw ' s compression and shear strength characteristics, settlement and capacity of landfills, static and dynamic stability as well as seismic permanent deformation of landfills

    本文比較系統地研究了填埋場的沉降和容量，城市固體廢棄物的強度特性、填埋場的靜力和動力穩定以及地震永久位移。
  12. Correlative function method and variable function method are used to calculate the relevant range of soil layer. the limit capacity of bored pile is determined by the cone penetration tests ( cpt ) and the static loading tests and related statistics parameters are also evaluated. considering the effects of group piles, the action effect is calculated by the settlement of pile foundation and the reliability index of single pile as well as group piles is determined by monte - carlo method

    本文選擇臨近場地的四座高層建築地基的全部勘測資料，以沿深度方向的一維平穩高斯隨機場作為樁基土層土性參數的數學模型，利用相關函數法和變異函數法計算土層的相關范圍，由cpt和靜載試驗結果綜合確定鉆孔灌注樁的極限承載力，進而對相同場地各試樁的承載力進行折算后檢驗其概率分佈，並估計有關統計參數：考慮群樁效應確定樁基承載力，由樁基沉降反算其作用效應，由monte - carlo方法計算單樁及群樁的可靠指標。
  13. It is approved that gray model is consistent with asaoka model in mathematics, which placed the theoretical base of gray theory ' s application to settlement prediction. considering on that the prediction model adopted static parameter have low precision, based on gm. this paper established a settlement prediction method with time - dependent parameter

    從數學上證明了灰色預測模型和asaoka法預測模型的一致性，這一證明為灰色理論在沉降預測中的應用奠定了理論基礎；針對目前預測模型參數保持恆定，導致預測精度偏低的問題，首次提出了時變參數沉降預測模型，並在灰色模型的基礎上，建立了具體的時變參數沉降預測模型。
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